- CSCD核心中文核心科技核心
- RCCSE(A+)公路运输高质量期刊T1
- Ei CompendexScopusWJCI
- EBSCOPж(AJ)JST
收稿日期: 2015-08-13
修回日期: 2015-11-06
网络出版日期: 2015-11-25
基金资助
交通运输部建设科技项目(2013318J11300); 国家自然科学基金项目(51478340)
Case Study on Control of Freezing Effect by Installing Limiting Tubes in Freezingsealing Pipe Roof in Gongbei Tunnel
Received date: 2015-08-13
Revised date: 2015-11-06
Online published: 2015-11-25
张军 , 胡向东 , 任辉 . 拱北隧道管幕冻结施工中限位管的冻结效果控制研究[J]. 隧道建设, 2015 , 35(11) : 1157 -1163 . DOI: 10.3973/j.issn.1672-741X.2015.11.007
Gongbei tunnel of Zhuhai Link Road of HongkongZhuhaiMacao Bridge is proposed to be constructed by freezingsealing pipe roof method. In the paper, the effect of limiting tubes is studied by means of prototype experiment so as to obtain the rational parameters for the freezingsealing pipe roof scheme. Conclusions drawn are as follows: 1) When the frozen soil wall above the pipe filled with concrete is growing at a relatively high rate, the method of circulating warm brine in the limiting tubes can be used to control the overgrowth of the frozen body. Considering the brine temperature in the brinetube for limiting the overgrowth of the frozen body, the temperature of 8 ℃ is more effective than the temperature of 2 ℃. 2) When the frozen soil between the pipe filled with concrete and that without concrete filled and the frozen soil above the pipe filled with concrete need further freezing, the brine temperature of 2 ℃ can be adopted, the frozen soil wall is still growing, however at a lower speed. The result of the prototype experiment proves the effect of the limiting tubes.
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